A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Verification at Serviceability Limit State (SLS)
This chapter explains how the design of different sections can be controlled at the Serviceability Limit State (SLS). Even if rectangular or T‐cross‐sections have a wide area of applications in civil engineering or building, some specific engineering problems with continuous varying depth cross‐sections can be met, especially in bridge engineering, with prestressed concrete caissons. The chapter discusses the design of reinforced concrete cross‐sections at SLS for composed bending state with combined axial forces. Deflections that can damage adjacent parts of the structure should be limited. This chapter explains how the deflection control at SLS is formulated.
Verification at Serviceability Limit State (SLS)
This chapter explains how the design of different sections can be controlled at the Serviceability Limit State (SLS). Even if rectangular or T‐cross‐sections have a wide area of applications in civil engineering or building, some specific engineering problems with continuous varying depth cross‐sections can be met, especially in bridge engineering, with prestressed concrete caissons. The chapter discusses the design of reinforced concrete cross‐sections at SLS for composed bending state with combined axial forces. Deflections that can damage adjacent parts of the structure should be limited. This chapter explains how the deflection control at SLS is formulated.
Verification at Serviceability Limit State (SLS)
Casandjian, Charles (author) / Challamel, Noël (author) / Lanos, Christophe (author) / Hellesland, Jostein (author)
2013-02-25
54 pages
Article/Chapter (Book)
Electronic Resource
English
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